Y22-7015-RC_Specifications.PDF

Prepared By:

JAY AMMON ARCHITECT, INC.

3 2 4 6 L A K E V I E W O A K S D R I V E • L O N G W O O D , F L O R I D A 3 2 7 7 9 • F A X ( 4 0 7 ) 3 3 3 - 4 6 8 6 • P H O N E ( 4 0 7 ) 3 3 3 - 1 9 7 7

CONSTRUCTION DOCUMENTS

PROJECT MANUAL

ORANGE COUNTY PUBLIC WORKS

BUILDINGS 2 & 5

ROOFING REPLACEMENT PROJECT

4300 JOHN YOUNG PARKWAY

ORLANDO, FLORIDA 32839

February 9, 2021

Prepared for:

Orange County - Public Works Department

Orange County Public Works - Buildings 2 and 5 Roofing Replacement Project

TABLE OF CONTENTS 00 00 01 - 1

SECTION 00 00 01

TABLE OF CONTENTS

DIVISION 0 - BIDDING DOCUMENTS (By Owner)

DIVISION 1 - GENERAL REQUIREMENTS

01 00 50 Administrative Provisions

01 01 00 Summary of Work

01 02 70 Application for Payment

01 03 50 Modification Procedures

01 04 00 Project Coordination

01 04 50 Cutting and Patching

01 09 50 Reference Standards and Definitions

01 20 00 Project Meetings

01 30 00 Submittals

01 38 00 Construction Photographs

01 40 00 Quality Control Services

01 41 00 Testing Laboratory Services

01 50 00 Temporary Facilities

01 57 60 Maintenance of Traffic

01 60 00 Materials and Equipment

01 63 10 Products Substitutions

01 70 00 Project Close-out

01 74 00 Warranties and Bonds

DIVISION 2 - SITE CONSTRUCTION

02 41 19 Selective Demolition

DIVISIONS 3-5 (NOT USED)

DIVISION 6 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry

TABLE OF CONTENTS 00 00 01 - 2

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07 01 50 Preparation for Reroofing

07 41 10 Standing-Seam Metal Roof Panels

07 62 00 Sheet Metal Flashing and Trim

07 92 00 Joint Sealants

DIVISIONS 8-12 (NOT USED)

DIVISION 13 - SPECIAL CONSTRUCTION

13 10 00 Lightning Protection

DIVISIONS 14-36 (NOT USED)

ADMINISTRATIVE PROVISIONS 01 00 50 - 1

SECTION 01 00 50 - ADMINISTRATIVE PROVISIONS

PART I GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. Work of this Contract comprises building, site work and related construction work to pro-duce a complete and functional roof assembly, including but not limited to the removal of the existing metal panels and associated flashings and replacement of the existing roofing as-sembly including the roof panels, roof insulation, and metal roof flashings.

1.02 CONTRACT METHOD

A. Construct the work under a single lump sum contract (or as otherwise defined in bid documents).

1.03 CONTRACTOR’S PAYMENTS TO COUNTY FOR OVERTIME WORK

A. County Inspector Work Hours: Normal work hours for the County’s inspector(s) are defined as any 8-hour period between the hours of 7:00 a.m. and 7:00 p.m. on the weekdays of Mon-day through Friday. Any County Inspector(s) work beyond the aforementioned normal work hours shall be requested in writing 48-hours in advance. All overtime, any County holidays or weekend work compensation for the County’s Inspector(s) to work beyond the normal working hours are considered overtime compensation and shall be paid for by the Contractor.

The overtime pay rate will be $51.00 per hour or the most current rate as listed in the Coun-ty Fee Directory prepared by the Office of Management and Budget, in section “Orange County Utilities Engineering & Construction”, under the heading of “Inspection Fee other than Normal Working Hours”. The Contractor agrees that the County shall deduct charges for work outside normal work hours and for overtime pay from payments due the Contractor.

1.04 COORDINATION

A. Coordinate work of the various Sections of Specifications to assure efficient and orderly se-quence of installation of construction elements, with provisions for accommodating items in-stalled later.

B. Verify characteristics of elements of interrelated operating equipment are compatible; coor-dinate work of various Sections having interdependent responsibilities for installing, con-necting to and placing in service, such equipment. Differences shall be brought to the Own-er’s attention during bid process or remain the responsibility of the Contractor.

C. Coordinate space requirements and installation of items, such as, but not limited to, mechan-ical and electrical work which are indicated diagrammatically or otherwise on drawings.

Utilize spaces efficiently to maximize accessibility for other installations, for maintenance and for repairs.

D. In finished areas (except as otherwise shown), conceal pipes, ducts, and wiring in the con-struction. Coordinate locations of fixtures and outlets with finish elements.

E. Execute cutting and patching to integrate elements of work, uncover ill timed, defective and

ADMINISTRATIVE PROVISIONS 01 00 50 - 2

nonconforming work, provide openings for penetrations of existing surfaces and provide samples as specified in individual sections for testing. Seal penetrations of existing surfaces and provide samples as specified in individual sections for testing. Seal penetrations through floors, walls and ceilings, and fire safe where necessary as part of the lump sum price.

1.05 REFERENCE STANDARDS

A. For products specified by association or trade standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. The date of the standard is that in effect when a specified date is specified.

C. Obtain copies of referenced standards listed in individual specification sections. Maintain copy at job site during progress of the specific work.

END OF SECTION 01 00 50

SUMMARY OF WORK 01 01 00 - 1

SECTION 01 01 00 - SUMMARY OF WORK

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Condi-tions and other Division-1 Specification Sections, apply to this Section.

1.02 PROJECT DESCRIPTION

A. Performance of all tasks specified in the contract documents shall be the responsibility of the contractor unless specified otherwise.

B. Roofing Replacement: Install a new standing seam metal roofing assembly, underlayments, and insulation secured to the existing building structure. Install new metal flashings, gutters and downspouts. Replace existing lightning protection components. A detail scope of work is located in the project drawings.

1.03 BUILDING/SITE SECURITY

A. Revision 1: The construction site and building areas shall be secured as required to prevent unauthorized entry into the construction area.

B. Refer to Section 01 50 00 for specified requirements for construction fence.

1.04 CONTRACTOR USE OF PREMISES

A. General: During the construction period, the Contractor shall have full use of the premises for construction operations, including use of the site. The Contractor's use of the premises is limited only by the Owner's right to perform construction operations with its own forces or to employ separate contractors on portions of the project.

B. General: Limit use of the premises to construction activities and material storage areas where indicated within the limit of the premises.

1. Confine operations to areas within Contract limits indicated on the Drawings. Por-tions of the site beyond areas in which construction operations are indicated are not to be disturbed.

2. Keep driveways and entrances serving the premises clear and available to the Owner and the Owners’ employees at all times. Do not use these areas for parking or stor-age of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

3. Burial of Waste Materials: Do not dispose of organic and hazardous material on site, either by burial or by burning.

1.05 DISTRIBUTION OF RELATED DOCUMENTS

A. The Contractor is solely responsible for the distribution of ALL related documents/drawings

SUMMARY OF WORK 01 01 00 - 2

to ALL appropriate vendors/subcontractors to ensure proper coordination of all aspects of the project and its related parts during bidding and construction.

1.06 CONSTRUCTION BULLETIN BOARD

A. The Contractor shall erect and maintain a weather protected bulletin board of sufficient size to display all permits, notices and other documents required to be posted for the Project.

Said bulletin board shall be in a location that provides unobstructed access for inspection by the Architect, the Project Manager, Owner’s Representatives, and authorities having jurisdic-tion over the project.

PART 2 PRODUCTS

2.01 ASBESTOS FREE MATERIAL

A. Contractor shall provide a written and notarized statement on company letterhead(s) to certi-fy and warrant that ONLY ASBESTOS FREE MATERIALS AND PRODUCTS were pro-vided as required by the Architect in Section 01 40 00, QUALITY CONTROL SERVICES.

Such statement shall be submitted with the final payment request. Final payment shall not be made until such statement is submitted. Contractor agrees that if materials containing asbes-tos are subsequently discovered at any future time to have been included in the construction, the Contractor shall be liable for all costs related to the redesign or modification of the con-struction of the project so that materials containing asbestos are removed from the facility. If construction has begun or has been completed pursuant to a design that includes asbestos containing materials, the Contractor shall also be liable for all costs related to the abatement of such asbestos.

PART 3 EXECUTION (Not applicable).

END OF SECTION 01 01 00

APPLICATION FOR PAYMENT 01 02 70 - 1

SECTION 01 02 70 - APPLICATION FOR PAYMENT

PART I GENERAL

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section specifies administrative and procedural requirements governing the Contractor’s Applications for Payment.

B. The Contractor’s Construction Schedule and Submittal Schedule are included in Section 01

30 00 – SUBMITTALS

1.03 SCHEDULE OF VALUES

A. Coordinate preparation of the Schedule of Values with preparation of Contractor’s Construction Schedule.

1. Submit the Schedule of Values to the Owner at the earliest feasible date, but in no case later than Preconstruction Meeting. Refer to Section 01 20 00- PROJECT

MEETINGS.

2. Sub-Schedules: Where the Work is separated into phases that require separately phased payments, provide sub-schedules showing values correlated with each phase of payment.

B. Format and Content: Use the Project Manual Table of Contents as a guide to establish the format for the Schedule of Values.

1. Identification: Include the following project identification on the Schedule of

Values:

a. Project name and location.

b. Name of the Architect

c. Project Number

d. Contractor’s name and address

e. Date of submittal

2. Arrange the Schedule of Values in a tabular form with separate columns to indicate the following for each item listed:

a. Generic name

b. Related Specification Section

c. Change Orders (numbers) that have affected value

d. Dollar Value

e. Percentage of Contract Sum to the nearest one-hundredth percent, adjusted

APPLICATION FOR PAYMENT 01 02 70 - 2

to total 100 percent

3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Break principal subcontract amounts down into several line items:

a. A value will be given for at least every major specification section

(subsections can logically be grouped together).

b. A single material subcontractor will not be required to be broken down into labor and material unless it is anticipated the materials will be stored and invoiced prior to installation.

c. All multiple item subcontracts or work items (i.e. concrete, roofing, painting, mechanical, electrical items, etc.) will be shown broken down at least in labor and material (all taxes, burden and overhead and profit included).

d. Mobilization (move-on, bond, insurance, temporary office and sanitary service installation) shall not exceed 2 1/2% of contract price.

f. Logical grouping of specification subsections is permitted.

4. Round amounts off the nearest whole dollar, the total shall equal the Contract Sum.

5. For each part of the Work where an Application for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed, provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

6. Margins of Cost: Show line items for indirect costs, and margins on actual costs, only to the extent that such items will be listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete including its total cost and proportionate share of general overhead and profit margin.

a. At the Contractors’ option, temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown as separate line items in the Schedule of Values or distributed as general overhead expense.

7. Schedule Updating: Update and resubmit the Schedule of Values when Change

Orders or Construction Change Directives result in a change in the contract sum.

1.04 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as reviewed by the Owner representative and paid for by the Owner.

1. The initial Application for Payment, the Application for Payment at time of

Substantial Completion, and the Final Application for Payment involve additional requirements. See items G, I, J and K of this section.

APPLICATION FOR PAYMENT 01 02 70 - 3

B. Payment Application Times: The period of construction work covered by each Application of Payment is the period indicated in the Agreement.

C. Payment Application Forms: Use the Owner’s most updated form as the form for

Application for Payment. Form given at the Preconstruction Conference.

D. Application Preparation: Complete every entry on the form, including notarization and execution by person authorized to sign legal documents on behalf of the Owner. Incomplete applications will be returned without action.

1. Entries shall match data on the Schedule of Values and Contractors’ Construction

Schedule. Use updated schedules if revisions have been made.

2. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application.

E. Transmittal: Submit five (5) original executed copies of each Application for Payment to the Project Manager by means ensuring receipt within 24 hours; one copy shall be complete, including waivers of lien and similar attachments, when required.

1. Transmit each copy with a transmittal form listing attachments, and recording appropriate information related to the application in a manner acceptable to the Project Manager.

F. Payment will be processed once a month. Payment for item will be based on percentage completed as determined and approved by the Owner Project Manager or invoice for stored materials. Retainage (10%) will be held for all applications.

G. Application for Payment at Substantial Completion: Following issuance of the Certificate of

Substantial Completion, submit an Application for Payment; this application shall reflect any Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. Application shall also include all items listed in Part H.

below.

H. Final Payment Application: Administrative actions and submittals, which must precede or coincide with submittal of the final payment. Application for Payment includes the following:

1. Completion of Project Close-Out requirements

2. Completion of items specified for completion after Substantial Completion

(Punch List)

3. Contractor’s release of lien (on Owner’s form)

4. Subcontractor and material supplier release of lien

5. Consent of Surety

6. Power of attorney

7. Asbestos-free letter

PART 2 PRODUCTS (Not Applicable)

APPLICATION FOR PAYMENT 01 02 70 - 4

PART 3 EXECUTION (Not Applicable)

END OF SECTION 01 02 70

MODIFICATION PROCEDURES 01 03 50 - 1

SECTION 01 03 50 - MODIFICATION PROCEDURES

Conditions and other Division 1 Specification Sections, apply to this section.

A. This section specifies administrative and procedural requirements for handling and processing Contract modifications.

1.03 MINOR CHANGES IN THE WORK

A. Supplemental instructions authorizing minor changes in the work, not involving an adjustment to the Contract Sum or Contract Time, will be issued by the Project Manager.

1.04 CHANGE ORDER PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Proposed changes in the work that will require adjustment to the Contract Sum or Contract Time will be issued by the Project Manager, with a detailed description of the proposed change and supplemental or revised Drawings and Specifications, if necessary.

1. Proposal requests issued by the Project Manager are for information only. Do not consider them instruction either to stop work in progress, or to execute the proposed change.

2. Unless otherwise indicated in the proposal request, within 7 days of receipt of the proposal request, submit to the Project Manager from the Owner's review, an estimate of cost necessary to execute the proposed change.

a. Include a list of quantities of products to be purchased and unit costs, along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include a statement indicating the effect the proposed change in the work will have on the Contract Time.

d. Contractor and subcontractors will provide a complete detailed labor and material breakdown to justify change order request amount.

B. Contractor-Initiated Change Order Proposal Requests: When latent or other unforeseen conditions in mutual accord with the Owner Representative’s findings require modifications to the Contract, the Contractor may propose changes by submitting a request for a change to the Architect.

1. Include a statement outlining the reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the

MODIFICATION PROCEDURES 01 03 50 - 2

effect of the proposed change on the Contract Sum and Contract Time.

2. Include a list of quantities of products to be purchased and unit costs along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Comply with requirements in Section 01 63 10 Product Substitutions- if the proposed change in the work requires that substitution of one product or system for a product or system not specified.

5. Contractor and subcontractors will provide a complete detailed labor and material breakdown to justify change order request amounts.

1.05 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: When the Owner and Contractor are not in total agreement on the terms of a Change Order Proposal Request, the Project Manager may issue a Construction Change Directive instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. The Construction Change Directive will contain a complete description of the change in the Work and designate the method to be followed to determine change in the Contract Sum or Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

1.07 CHANGE ORDER PROCEDURES

A. Upon the Owner's approval of a Change Order Proposal Request, the Project Manager will issue a Change Order for signatures of the Owner and Contractor on County's Change Order form, as provided in the Conditions of the Contract.

PART 3 EXECUTION (Not Applicable)

END OF SECTION 01 03 50

PROJECT COORDINATION 01 04 00 - 1

SECTION 01 04 00 - PROJECT COORDINATION

Conditions and other Division 1 Specification Sections, apply to this Section.

A. This Section specifies administrative and supervisory requirements necessary for project coordination including, but not necessarily limited to:

1. Coordination

2. Administrative and supervisory personnel

3. General installation provisions

4. Cleaning and protection

B. Progress meetings, coordination meetings And Pre-installation conferences are included in

Section 01 20 00 ‘Project Meetings’.

C. Requirements for the Contractor’ Construction Schedule are included in Section 01 30 00 ‘Submittals’.

1.03 COORDINATION

A. Coordination: Coordinate construction activities included under various Sections of these Specifications to ensure efficient and orderly installation of each part of the Work.

Coordinate construction operations included under different Sections of the Specification that are dependent upon each other for proper installation, connection, and operation.

1. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results.

2. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required: notices, reports, and attendance at meetings.

1. Prepare similar memoranda for the Owner and separate Contractors where coordination of their Work is required.

PROJECT COORDINATION 01 04 00 - 2

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Schedules

2. Installation and removal of temporary facilities

3. Delivery and processing of submittals

4. Progress meetings

5. Project close-out activities

D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment (if any) involved in performance of, but not actually incorporated in, the Work.

E. Lack of coordination as specified in this and other sections of the contract documents are in grounds for assessment of back charges and/or termination in order to remediate the situation.

1.04 SUBMITTALS

A. Coordination Drawings: Prepare and submit coordination Drawings where close and careful coordination is required for installation of products and materials fabricated off-site by separate entities, and where limited space availability necessitates maximum utilization of space for efficient installation of different components.

1. Show the interrelationship of components shown on separate Shop Drawings.

2. Indicate required installation sequences.

3. Comply with requirements contained in Section Submittals.

B. Staff Names: At the Preconstruction Conference submit a list of the Contractor’s principal staff assignments, including the Superintendent and other personnel in attendance at the site;

identify individuals, their duties and responsibilities; list their addresses and telephone numbers.

PART 3 EXECUTION

3.01 GENERAL INSTALLATION PROVISIONS

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

PROJECT COORDINATION 01 04 00 - 3

B. Manufacturer’s Instructions: Comply with manufacturer’s installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents.

C. Inspect materials or equipment immediately upon delivery and again prior to installation.

Reject damaged and defective items.

D. Provide attachment and connection devices and methods necessary for securing work.

Secure work true to line and level. Allow for expansion and building movement.

E. Visual Effects: Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain the best visual effect. Refer questionable choices to Project Manager for final decision.

F. Recheck measurements and dimensions, before starting each installation.

G. Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

H. Coordinate temporary enclosures with required inspections and tests, to minimize the necessity of uncovering completed construction for that purpose.

I. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable mounting height decisions to the Architect/Project Manager for final decision.

3.02 CLEANING AND PROTECTION

A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

B. Clean and maintain completed construction as directed by the Project Manager and as frequently as necessary to ensure its integrity and safety through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

C. Limiting Exposures: Supervise construction activities to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where the applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading

2. Excessively high or low temperatures

3. Excessively high or low humidity

PROJECT COORDINATION 01 04 00 - 4

4. Air contamination or pollution

5. Water

6. Solvents

7. Chemicals

8. Soiling, staining and corrosion

9. Rodent and insect infestation

10. Combustion

11. Destructive testing

12. Misalignment

13. Excessive weathering

14. Unprotected storage

15. Improper shipping or handling

16. Theft

17. Vandalism

END OF SECTION 01 04 00

CUTTING AND PATCHING 01 04 50 - 1

SECTION 01 04 50 - CUTTING AND PATCHING

A. This Section specifies administrative and procedural requirements for cutting and patching.

B. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work.

1.03 SUBMITTALS

A. Cutting and Patching Proposal: Where approval of procedures for cutting and patching is required before proceeding, submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable, in the proposal:

1. Describe the extent of cutting and patching required and how it is to be performed;

indicate why it cannot be avoided.

2. Describe anticipated results in terms of changes to existing construction; include changes to structural elements and operating components as well as changes in the building’s appearance and other significant visual elements.

3. List products to be used and firms or entities that will perform Work.

4. Indicate dates when cutting and patching is to be performed.

5. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out-of-service. Indicate how long service will be disrupted.

6. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to show how reinforcement is integrated with the original structure.

7. Approval by the Architect to proceed with cutting and patching does not waive the

Architect’s right to later require complete removal and replacement of a part of the

CUTTING AND PATCHING 01 04 50 - 2

Work found to be unsatisfactory.

1.04 QUALITY ASSURANCE

A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load carrying capacity or load-deflection ratio.

1. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements.

a. Foundation construction

b. Bearing and retaining walls

c. Structural concrete

d. Structural steel

e. Lintels

f. Timber and primary wood framing

g. Structural decking

h. Miscellaneous structural metals I. Stair systems

j. Exterior curtain wall construction

k. Equipment supports

l. Piping, ductwork, vessels and equipment

B. Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

1. Obtain approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems.

a. Shoring, bracing and sheeting

b. Primary operational systems and equipment

c. Air or smoke barriers

d. Water, moisture, or vapor barriers

e. Membranes and flashings

f. Fire protection systems

g. Noise and vibration control elements and systems

h. Control systems I. Communication systems

j. Conveying systems

k. Electrical wiring systems

l. Special construction specified by Division-13 Sections

C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in

CUTTING AND PATCHING 01 04 50 - 3

occupied spaces, in a manner that would, in the Architect’s opinion, reduce the building’s aesthetic qualities, or result in visual evidence of cutting and patching. Remove and replace work cut and patched in a visually unsatisfactory manner.

1. If possible, retain the original installer or fabricator to cut and patch the following categories of exposed work, or if it is not possible to engage the original installer or fabricator, engage another recognized experienced and specialized firm:

a. Processed concrete finishes

b. Preformed metal panels

c. Window wall system

d. Stucco and ornamental plaster

e. Acoustical ceilings

f. Carpeting

g. Wall covering

h. HVAC enclosures, cabinets or covers I. Roofing systems

2.01 MATERIALS

A. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect unless otherwise indicated by Architect/Owner. Use materials whose installed performance will equal or surpass that of existing materials.

3.01 INSPECTION

A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting, and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered.

1. Before proceeding, meet at the site with all parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

3.02 PREPARATION

A. Temporary Support: Provide temporary support of work to be cut.

CUTTING AND PATCHING 01 04 50 - 4

B. Protection: Protect existing construction during cutting and patching to prevent damage.

Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations.

C. Avoid interference with use of adjoining areas and interruption of free passage to adjoining areas.

D. Take all precautions necessary to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them.

3.03 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay.

1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition.

B. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer; comply with the original installer’s recommendations.

1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces.

3. Cut through concrete and masonry using a cutting machine such as a Carborundum saw or diamond core drill.

4. Comply with requirements of applicable Sections of Division-2 where cutting and patching required excavating and backfilling.

5. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting.

CUTTING AND PATCHING 01 04 50 - 5

C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances.

1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation.

2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials if necessary, to achieve uniform color and appearance.

a. Where patching occurs in a smooth, painted surfaces, extend final coat over entire unbroken surfaces containing the patch, after the patched area has received primer and second coat.

3.04 CLEANING

A. Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove completely paint, mortar, oils, putty and items of similar nature.

Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged materials to their original condition.

END OF SECTION 01 04 50

REFERENCE STANDARDS AND DEFINITIONS 01 09 50 - 1

SECTION 01 09 50 - REFERENCE STANDARDS AND DEFINITIONS

1.02 DEFINITIONS

A. General: Basic Contract definitions are included in the Conditions of the Contract.

B. Indicated: The term indicated refers to graphic representations, notes or schedules on the Drawings, or other Paragraphs or Schedules in the Specifications, and similar requirements in the Contract Documents. Where terms such as shown, noted, scheduled and specified are used, it is to help the reader locate the reference; no limitation on location is intended.

C. Directed: Terms such as directed, requested, authorized, selected, accepted, required, and permitted mean directed by the Project Manager, requested by the Architect/Project Manager and similar phrases.

D. Approved: This term approved means accepted, where used in conjunction with the

Architect's action on the Contractor's submittals, applications, and requests, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract.

E. Regulations: The term Regulations includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work.

F. Furnish: The term furnish is used to mean supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations.

G. Install: The term install is used to describe operations at project site including the actual unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations.

H. Provide: The term provide means to furnish and install, complete and ready for the intended use.

I. Installer: An Installer is the Contractor, or an entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier for performance of a particular construction activity, including installation, erection, application, and similar operations.

Installers are required to be experienced in the operations they are engaged to perform.

1. The term experienced, when used with the term Installer, means having a minimum of five previous projects similar in size and scope to this Project, being familiar with the special requirements indicated, and having complied with requirements of the authority having jurisdiction.

REFERENCE STANDARDS AND DEFINITIONS 01 09 50 - 2

2. Trades: Use of titles such as carpentry is not intended to imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as carpenter. It also does not imply that requirements specified apply exclusively to trades persons of the corresponding generic name.

J. Project Site is the space available to the Contractor for performance of construction activities, either exclusively or in conjunction with others performing other work as part of the Project. The extent of the Project Site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built.

K. Testing Laboratories: A testing laboratory is an independent entity engaged to perform specific inspections or tests, either at the Project sites or elsewhere, and to report on and, if required, to interpret results of those inspections or tests.

1.03 SPECIFICATION FORMAT AND CONTENT EXPLANATION

A. Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 36 Division format and MASTER FORMAT numbering system.

B. Specification Content: This Specification uses certain conventions in the use of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows:

1. Abbreviated Language: Language used in Specifications and other Contract

Documents is the abbreviated type. Words and meaning shall be interpreted as appropriate. Words that are implied, but not stated shall be interpolated as the sense required. Singular words will be interpreted as plural and plural words interpreted as singular where applicable and the context of the Contract Documents so indicates.

2. Imperative and streamlined language is used generally in the Specifications.

Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the text, for clarity, subjective language is used to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted.

a. The words, shall be included by inference wherever a colon (:) is used within a sentence or phrase.

1.04 INDUSTRY STANDARDS

A. Applicability of Standards: Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copies directly into the Contract Documents to the extend reference.

Such standards are made part of the Contract Documents by reference.

B. Publication Dates: Comply with the standard in effect as of the date of the Contract

Documents.

REFERENCE STANDARDS AND DEFINITIONS 01 09 50 - 3

C. Conflicting Requirements: Where compliances with two or more standards are specified, and the standards may establish different or conflicting requirements for minimum quantities or quality levels. Refer requirements that are different, but apparently equal, and uncertainties to the Architect for a decision before proceeding.

1. Minimum Quantity or Quality Levels: The quantity of quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. In complying with these requirements, indicated numeric values are minimum or maximum, as appropriate for the context of the requirements. Refer uncertainties to the Architect/Owner for a decision before proceeding.

D. Copies of Standards: Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with the Contract Documents.

1. Where copies of standards are needed for performance of a required construction activity. The Contractor shall obtain copies directly from the publication source or any other authorized source.

E. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where such acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards generating organization, authority having jurisdiction, or other entity applicable to the context of the text provision. See Trade Reference List at the end of this Section refer to the Encyclopedia of Associations, published by Gale Research Co., available in most libraries.

1.05 GOVERNING REGULATIONS/AUTHORITIES

A. The Architect has contacted authorities having jurisdiction where necessary to obtain information necessary the preparation of Contract Documents. Contact authorities having jurisdiction directly for information and decisions having a bearing on the work.

1.06 SUBMITTALS

A. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence, and records established in conjunction with compliance with standards and regulation bearing upon performance of the Work.

1.07 TRADE REFERENCES

Acronyms for abbreviations used in the Specifications or other Contract Documents mean the recognized name of the trade association, standards generating organization, authority that have jurisdiction or other entity applicable to the context of the text provision.

REFERENCE STANDARDS AND DEFINITIONS 01 09 50 - 4

AA Aluminum Association

AABC Associated Air Balance Council

AAMA American Architectural Manufacturers Association

AAN American Association of Nurserymen

AASHTO American Association of State Highway and Transportation Officials

ACI American Concrete Institute

ACIL American Council of Independent Laboratories

ACPA American Concrete Pipe Association

ADC Air Diffusion Council

AGA American Gas Association

AHA American Hardboard Association

AI Asphalt Institute

AIHA American Industrial Hygiene Association

AISC American Institute of Steel Construction

AISI American Iron and Steel Institute

AMCA Air Movement and Control Association

ANSI American National Standards Institute

APA American Plywood Association

ARI Air Conditioning and Refrigeration Institute

ASA Acoustical Society of America

ASC Adhesive and Sealant Council

ASHRAE American Society of Heating, Refrigerating, and Air Conditioning Engineers

ASME American Society of Mechanical Engineers

ASPE American Society of Plumbing Engineers

ASSE American Society of Sanitary Engineers

REFERENCE STANDARDS AND DEFINITIONS 01 09 50 - 5

ASTM American Society of Testing of Materials

AWI Architectural Woodwork Institute

AWPB American Wood Preservers Bureau

AWS American Welding Society

AWWA American Water Works Association

BHMA Builders Hardware Manufacturers Association

CISPI Cast Iron Soil Pipe Institute

CRSI Concrete Reinforcing Steel Institute

DHI Door and Hardware Institute

DLPA Decorative Laminate Products Association

EIMA Exterior Insulation Manufacturers Association

FGMA Flat Glass Marketing Association

FM Factory Mutual Engineering and Research

GA Gypsum Association

ICBO International Conference of Building Officials

IEEE Institute of Electrical and Electronic Engineers

IESNA Illuminating Engineering Society of North America

MBMA Metal Building Manufacturer’s Association

ML/SFA Metal Lath/Steel Framing Association

MSS Manufacturers Standardization Society of the Valve and Fittings Industry

NAAMM National Association of Architectural Metal Mfgs.

NAPA National Asphalt Pavement Association

NAPF National Association of Plastic Fabricators (Now DLPA)

NBHA National Builder's Hardware Association (Now DHI)

NCMA National Concrete Masonry Association

REFERENCE STANDARDS AND DEFINITIONS 01 09 50 - 6

NEC National Electric Code

NECA National Electric Contractors Association

NEII National Elevator Industry, Inc.

NFPA National Fire Protection Association

NHLA National Hardwood Lumber Association

NPA National Particle board Association

NPCA National Paint and Coatings Association

NRCA National Roofing Contractors Association

NSF National Sanitation Foundation

NWMA National Woodwork Manufacturers Association (Now NWWDA)

NWWDA National Wood Window and Door Association (Formerly NWMA)

PDI Plumbing and Drainage Institute

RFCI Resilient Floor Covering Institute

RMA Rubber Manufacturers Association

SDI Steel Deck Institute

S.D.I. Steel Door Institute

SGCC Safety Glazing Certification Council

SHLMA Southern Hardwood Lumber Manufacturers Association (Now HMA)

SIGMA Sealed Insulating Glass Manufacturers Association

SMACNA Sheet Metal and Air Conditioning Contractors National Association

SJI Steel Joist Institute

SPRI Single Ply Roofing Institute

SSPC Steel Structures Painting Council

SWI Steel Window Institute

TCA Tile Council of America

REFERENCE STANDARDS AND DEFINITIONS 01 09 50 - 7

UL Underwriters Laboratories

WCMA Wall Covering Manufacturers Association

WRI Wire Reinforcement Institute

WSFI Wood and Synthetic Flooring Institute

1.08 FEDERAL GOVERNMENT AGENCIES

A. Names and titles of federal government standard or Specification producing agencies are frequently abbreviated. The following acronyms or abbreviations referenced in the Contract Documents indicate names of standard of Specification producing agencies of the federal government. Names and addresses are subject to change but are believed to be, but are not assured to be, accurate and up-to-date as of the date of the Contract Documents.

CE Corps of Engineers

(US Department of the Army) Chief of Engineers - Referral Washington, DC 20314 (202) 272-0660

CFR Code of Federal Regulations

Available from the Government Printing Office North Capitol St. Between G and H Street, NW Washington, DC 20402 (202) 783-3238

CPSC Consumer Product Safety Commission

5401 Westbard Avenue Washington, DC 20816 (800) 638-2772

CS Commercial Standard

(US Department of Commerce) Government Printing Office Washington, DC 20402 (202) 377-2000

DOC Department of Commerce 14th Street and Constitution Ave., NW Washington, DC 20230 (202) 377-2000

DOT Department of Transportation 400 Seventh St., SW Washington, DC 20590 (202) 426-4000

EPA Environmental Protection Agency 401 M. St., SW Washington, DC 20460 (202) 382-2090

FAA Federal Aviation Administration

REFERENCE STANDARDS AND DEFINITIONS 01 09 50 - 8

(U.S. Department of Transportation) 800 Independence Avenue SW Washington, DC 20590 (202) 366-4000

FCC Federal Communications Commission 1919 M. Street NW Washington, DC 20554 (202) 632-7000

NBS National Bureau of Standards (U.S. Department of Commerce) Gaithersburg, MD 20899 (301) 921-1000

OSHA Occupational Safety and Health Administration (U.S. Department of Labor) Government Printing Office Washington, DC 20402 (202) 523-7001

PS Product Standard of NBS (U.S. Department of Commerce) Government Printing Office Washington, DC 20402 (202) 783-3238

USDA U.S. Department of Agriculture Independence Avenue Between 12th and 14 Street, SW Washington, DC 20250 (202) 447-8732

(Not Applicable)

END OF SECTION 01 09 50

PROJECT MEETINGS 01 20 00 - 1

SECTION 01 20 00 - PROJECT MEETINGS

A. Drawings and general provisions of the Contract, including General and Supplementary

A. This Section specifies administrative and procedural requirements for project meetings including but not limited to:

1. Pre-Construction Conference

2. Pre-Installation Conference

3. Coordination Meetings

4. Progress Meetings

B. Construction schedules are specified in Section 01 30 00 Submittals.

1.03 PRE-CONSTRUCTION CONFERENCE

A. Schedule a pre-construction conference and organizational meeting at the project site or other convenient location no later than 20 days after execution of the agreement and prior to commencement of construction activities. Conduct the meeting to review responsibilities and personnel assignments.

B. Attendees: The Owner’s Representative, the Contractor and its superintendent, major subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the work.

C. Agenda: Discuss items of significance that could affect progress including such topics as:

1. Tentative construction schedule

2. Critical Work sequencing and/coordinating

3. Designation of responsible personnel

4. Procedures for processing field decisions and Change Orders

5. Procedures for processing Applications for Payment

6. Distribution of Contract Documents

7. Submittal of Shop…